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STH 100 SB-LOVERS over LITTLE MENOMONEE RIVER

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 100 SB-LOVERS over LITTLE MENOMONEE RIVER
Structure number:B40034500000000
Location:0.7M S JCT CTH E (G)
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:50.2 ft. [15.3 m]
Total length:125.3 ft. [38.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:4,400 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:61.1 tons [55.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:68.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,022,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201468.7Functionally obsoleteFairFairSatisfactory4400
October 201248.5Structurally deficientPoorPoorSatisfactory4400
October 201097.0Not deficientSatisfactorySatisfactorySatisfactory5200
October 200897.0Not deficientSatisfactorySatisfactorySatisfactory5200
October 200697.0Not deficientSatisfactorySatisfactorySatisfactory5110
October 200497.0Not deficientSatisfactorySatisfactorySatisfactory5110
October 200297.0Not deficientSatisfactorySatisfactorySatisfactory5110
November 200097.0Not deficientSatisfactorySatisfactorySatisfactory5200
July 199997.0Not deficientSatisfactorySatisfactorySatisfactory13730
August 199885.0Not deficientFairFairSatisfactory13730
April 199684.3Not deficientFairFairSatisfactory13730
February 199684.2Not deficientFairFairSatisfactory13730
January 199584.2Not deficientFairFairSatisfactory13730
April 199396.2Not deficientSatisfactorySatisfactorySatisfactory4700
February 199395.2Not deficientFairSatisfactorySatisfactory4700
April 199195.2Not deficientFairSatisfactorySatisfactory4700